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o00 <br />7 <br />MH <br />cJ <br />/ <br />m870.0 <br />v.866. 7 <br />m=870.7 <br />I v.=866.2 <br />INSTALL INLET PROTECTION <br />PRIOR TO CONSTRUCTION <br />(TYP) <br />8 70-- <br />INSTALL BIO-ROLL FOR INLET PROTECTION OF FES PRIOR <br />TO CONSTRUCTION. IF FES HAS BEEN REMOVED PRIOR TO <br />CONSTRUCTION FOR THE 2026 BUNKER LAKE BLVD <br />CONSTRUCTION, THEN BIO-ROLLS WILL NOT BE NECESSARY. <br />(TYP) <br />Rim=868.5 <br />Inv.=865.4 <br />BUNKER LAKE BOLL1VARD <br />15" Rcpm Inv. (W)=865.6 1 <br />Inv. (E)=865.4 1 ---15" Rcp <br />I 1 <br />NW <br />0777-A- <br />15" <br />STMH STMH =�_ - --r d ° e d . . �a d. , __ ___-__ <br />'--->--->--->--->--->--->--->--->--->r.->--->--->----->--->--->--->--->--->--->--->--->--->--->--->---> >- _ a =� - > -----° d • . v m • Rim=868.6 / d.l ° <br />• <br />=T a _ ____ - ____ ===a ° _; = g _ ' a ' �• s TOO. iie(r-86i°5.-C3SMH <br />- v• dm°°1 (Wd ••ce� d_^84•RC piida°.»_1:4 <br />• d a e ° e . ° In`v. &W =865. I�� d • <br />°Q e =I al '- QI--= -• I° . -, -I, e ' 1 --I _ r=-# __ = #_ _�__#- # -#d �# # ' -# d -#--� )- <br />• d ° <br />P ° <br />d <br />-ice J <br />d • _ • - y� Rim <br />_ c Rim 867 9 1 " cp STi <br />/ - -"- i Inv. (N&W)=864.9---- Inv.=864.6 (Per As -built plan) <br />i / L� <br />I IT, <br />I I <br />II <br />II <br />II <br />/1 <br />Rim=868.2 <br />Inv.=865.1 <br />Rim =868.6 <br />Inv. =865. 7 <br />ed <br />P5" R <br />d • � <br />caNii c y/ �j Rim- .70.0 Inv. (E)=864.7 <br />�// / r Inv. 866. 3 <br />/ U <br />c� Q /\�/ _ - / I 6.4 <br />/69.65 0 lay. J0637„4 <br />I, 33 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />33 <br />3 <br />1 <br />n <br />I <br />A <br />1 <br />1 <br />1 <br />1 <br />1 <br />69.0 <br />870�- 8 <br />-----866- <br />Inv.=864.8 <br />yi�&tG ------866- <br />_Rcp <br />Rim =8.9.0 <br />Inv.=86 '.9 <br />870 <br />oom®000me000m®000me�oome000meoa® <br />868- - - <br />MAINTAIN ROCK <br />CONST. ENTRANCE <br />AREA OF POTENTIAL <br />TRACKED SEDIMENT <br />(SWEEP AS NEEDED) <br />.. ! .. !-1 69.0------- <br />• • - • • • • • - • • • • • - • • • • • • • • • • • • • <br />° 6.9.7 . 69.•3 <br />°. 69.4 <br />8o <br />870 <br />CONCRETE WASHOUT & <br />MATERIALS STORAGE AREA <br />(PROVIDE SIGNAGE) <br />870 <br />868 <br />TREE PROTECTION FENCE SAVE EXISTING TREES TO EXTENT <br />(SEE DETAIL) __-__EFASIRI F (NI.OAL=PPPPPPP.R0.IEcJ1 ED-_ <br />SAVE EXISTING / PROTECTED TREES <br />(SEE TREE PRESERVATION PLAN) <br />INSTALL INLET PROTECTION <br />AFTER CONSTRUCTION <br />(TYP) <br />,.•_•_•••• <br />SILT FENCE <br />(TYP) <br />• . • • • • • . • • • <br />_ <br />STORMWATER POND 20P <br />NWL EL: 863.50 <br />Rim -867.1 00- YR HWL: 865.34 <br />---868-v. <br />Rim=867.-864.2 <br />Inv.=864414 <br />••„go •• A••• S••• t.••• ••• <br />- - _862-862.5 <br />- - - -862 -862.5- - - <br />866 <br />. • ! ,• • O •-• d ..d . b. `. 1864 • V <br />0 <br />SAVE EXISTING / PROTECTED TREES <br />(SEE TREE PRESERVATION PLAN) <br />INSTALL & MAINTAIN <br />SILT FENCE (TYP) <br />®0B 0B000O 0B0010B OS i0 <br />TOP BERM = <br />868.0 (MIN) <br />-86'78 <br />SIGN 1 <br />I <br />I I <br />0 <br />U <br />v <br />Y <br />Y <br />v <br />Y <br />Rcp »S M <br />SP <br />• <br />I <br />TOP BERM = <br />868.0 (MIN) <br />II <br />I <br />I ' <br />•_• �1,• • <br />TREE PROTECTION FENCE <br />(SEE DETAIL) <br />v <br />v <br />v <br />I <br />v <br />Y <br />Y <br />CO co <br />00 <br />II 11 I <br />E >I <br />INFILTRATION BASIN 1OP <br />BTM EL.: 862.20 <br />OUT EL: 864.00 <br />100-YR HWL: 864.49 <br />0 <br />H <br />H <br />0 <br />H <br />1 <br />INSTALL SILT FENCE <br />OR BIO-ROLL <br />IMMEDIATELY AFTER <br />BASIN GRADING <br />PROTECT BASIN FROM <br />SEDIMENTATION WITH <br />SILT FENCE, BIO-ROLLS, <br />OR OTHER EFFECTIVE <br />MEANS (TYP) <br />SITE LOCATION MAP <br />I! r 5 �Q <br />�9PP� 9 <br />z I Y <br />Lfasc.. <br />ssrx Ln rvw <br />�. <br />�� <br />` <br />i. <br />r <br />/ <br />A, <br />f R NW, <br />7547N LN NW <br />r 1 <br />Aic' <br />-. <br />- <br />J_ <br />L, <br />(3 <br />Pam- <br />_ <br />--Z <br />z C�� <br />2 <br />IrsisrLNNws. <br />V <br />�i "-i <br />,� 0 <br />BUNffFR EX <br />BLVD <br />NW <br />.---� <br />lsfan. <br />) �xa <br />• <br />r.tvw- <br />c. <br />I. <br />1467H AVEWW <br />AI <br />1�� fGNy�o <br />L/C nns <br />z .. <br />z <br />�� <br />U <br />�� , t <br />CFO <br />w <br />.) <br />\� 142N0 AVE NihE� <br />\ \''-, <br />i. <br />. <br />I. 1� <br />- N_COi- - <br />I <br />2000 <br />yr <br />�,_ (JN FEET ) <br />1 i l . 1. , {';1 ) ', `' 1 �.I - ` <br />INSTALL RIPRAP ENERGY <br />DISSIPATION ON OUTLET <br />IMMEDIATELY AFTER <br />CONSTRUCTION (TYP) <br />0 15 30 <br />60 <br />( IN FEET ) <br />3ENCHVIA� <br />1. MnDot Geodetic GSID Station No. 808 <br />(MnDot Name HYATT MNDT) - <br />Elevation 878.97 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />Know what's below. <br />CaII before you dig. <br />KwIK <br />TRIP <br />KwIK <br />Srfra <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />0‘‘CARLSON <br />ENCiIWEE121N1 <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />Date: 01/30/25 License #:53182 <br />EROSION CONTROL PLAN <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C600 <br />